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| 1 | Earth work in excavation in foundation in all types of soil including lift upto 1.5M and lead upto 30M and including back filling ,watering and ramming of excavated earth into the trenches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation tranches. |
| 2 | Centering and shuttering for C.C work in toe wall bed C.C etc i/c cost of all material, T&P etc complete. |
| 3 | Centering and shuttering of R.C.C work as Raft, Slab, Abutment, Pier and wings etc. including cost of all material, T&P etc. complete. |
| 4 | C.C. M-10 (1:3:6) with Cement & Stone grit 4 mm to 20 mm size For below Approch slab etc. Including cost of all Materials, Labour, T&P. etc. Complete. |
| 5 | C.C. M-15 (1:2:4) with Cement & Stone grit 4 mm to 20 mm size For below bed, floor, sleepers lining etc. Including cost of all Materials, Labour, T&P. etc. Complete. |
| 6 | R.C.C. (M-25 grade) 1:1:2 In main slab, approach slab, crash barrier etc. Including cost of all materials, labour and T&P etc. all completion of work. |
| 7 | C.C. (M-20 grade) 1:1.5:3 In toe wall, wing wall, transition etc. Including cost of all materials, labour and T&P etc. all completion of work. |
| 8 | R.C.C. (M-20 grade) 1:1.5:3 In cutoff wall etc. Including cost of all materials, labour and T&P etc. all completion of work. |
| 9 | R.C.C. (M-30 grade) In wearing coat etc.Including cost of all materials, labour and T&P etc. all completion of work. |
| 10 | Placing Steel Reinforcement for R.C.C. works Including cost of Materials,Cutting, Bending ,Binding,Welding, etc.Complete. |
| 11 | Providing and fixing of expansion joint with Angle iron 65x65x6mm with M.S Flat 32x6mm filled with bitumin and stone dust including Cost of all Materials , labour, T&P etc. required for proper complition of work. |
| 12 | Supply and Laying Settlement Joint with G.P/Copper/Stainless Steel water stop including cost of all labour and T&P etc.Complete. |
| 13 | Supplying and Fixing 75 MM dia 0.60 M Length G.I Pipe in draining Spoit I/C Cost of all Materials , labour, T&P etc. required for proper complition of work. |
| 14 | Supplying and Fixing Wheel guard of size 150x150x900mm I/C Cost of all Materials , labour, T&P etc. Complete. |
| 15 | Dismantling of Bitumen road including cost of all Labour and T&P etc. Complete. |
| 16 | Filling up sealing compound or making contraction joint including cost of all Material,labour and T&P etc. Complete. |
| 17 | Providing & fixing 225MM wide water stop seal including cost of all Material,labour and T&P etc. Complete. |
| 18 | Laying Non cohesive/Cohesion less (ordanary sand) back filling adjoing the RCC structure. including cost of all labour and T&P.etc. complete. |
| 19 | Earth work in filling for making road and lifiting the level of road to vrb level upto 180m by power transport i/c cost of all materials, labour, T&P etc. required for proper completion of work. |
| 20 | Supply and Laying of R.B.M in approch slab and approach road. i/c cost of all materials, labour, T&P etc. required for proper completion of work. |
| 21 | Ist Class Brick work in 1:4 cement coarse sand mortar including all cost of materials & labour etc. all completion of work. (Per Cum) |
| 22 | Making and fixing sign board (1.50MX1.00M) at site of work and including cost of all labour and T&P.etc. complete |
| 23 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, as per MORD specification clause 401. |
| 24 | Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III and thickness as per specification clause 405.2 |
| 25 | Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III and thickness as per specification clause 405.3 |
| 26 | Providing and applying Primer coat with bitumen emulsion (SS-A) on prepared surface of granular base including cleaning of road surface and spraying primer at the of 0.60 kg/sqm using mechanical means as per Technical Specification clause 502. |
| 27 | Providing and applying Tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. |
| 28 | Providing , laying and rolling of open graded premix carpet of 20 mm thickness by manual means composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base, by manual MORD Technical specification clause 508. |
| 29 | Providing and applying seal coat by manual means with VG-10 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510.. Please Enable Macros to View BoQ information |
